CN203440753U - Multifunctional steel bar locating framework - Google Patents
Multifunctional steel bar locating framework Download PDFInfo
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- CN203440753U CN203440753U CN201320402793.0U CN201320402793U CN203440753U CN 203440753 U CN203440753 U CN 203440753U CN 201320402793 U CN201320402793 U CN 201320402793U CN 203440753 U CN203440753 U CN 203440753U
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- main truss
- corbel
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Abstract
The utility model relates to the field of cable-stayed bridge building, and provides a multifunctional steel bar locating framework. The multifunctional steel bar locating framework at least comprises a plurality of main trusses, steel corbels and a position adjusting support. The multifunctional steel bar locating framework is characterized in that the position adjusting support is fixed under a steel anchor beam mounting station in a cable bent tower, and the position adjusting support is provided with position adjusting bolts; the main trusses are arranged on upper tower columns of the cable bent tower according to construction requirements, the bottoms of the main trusses and embedded parts in the cable bent tower are fixed in a welding mode, and each main truss is provided with a 10t chain block; the steel corbels are fixed under a steel anchor beam and provided with 5t chain block, the steel anchor beam is lifted from a position above the position adjusting support slowly and stably to fall down and then is attached to the position adjusting support, and locating steel plates of the steel corbels and locating rectangular steel plates of the main trusses are fixed; the steel anchor beam is connected with all the 10t chain blocks after stably falling down. The multifunctional steel bar locating framework is used for fixing and mounting the steel anchor beam in cable bent tower construction, and can precisely locate the steel anchor beam.
Description
Technical field
The utility model relates to cable stayed bridge construction field, is a kind of multi-functional bar location skeleton.
Background technology
The location and installation of steel anchor beam and cable guide pipe is the construction difficult point of cable stayed bridge, and its installation accuracy will directly have influence on the force-bearing situation of suspension cable, and then has influence on full-bridge closure linear and application life.
Conventional stiff skeleton is an indispensable part in bridge's design, and its Main Function is the aspects such as Sarasota construction guidance, reinforcing bar are fixed, template consolidation.And prerequisite setting in stiff skeleton or upper king-post strut prestressed thick reinforcement and Cable Stayed Steel sleeve pipe location and installation process.But conventional stiff skeleton cannot meet the accurate location that steel anchor beam is installed, and needs innovative design, increase the accurate positioning function that steel anchor beam is installed.
Utility model content
The purpose of this utility model is to provide a kind of multi-functional bar location skeleton, for the steel anchor beam fixed installation in Sarasota construction, the accurate location that can realize steel anchor beam.
The technical solution of the utility model is a kind of multi-functional bar location skeleton, which comprises at least some main trusses, steel corbel and positioning support, it is characterized in that: positioning support be fixed on steel anchor beam in Sarasota install station under, on positioning support, be provided with positioning bolt; Some main trusses are according on the upper joint king-post that need to be arranged on Sarasota of construction, and the bottom of main truss and the built-in fitting in Sarasota are welded and fixed, and have a 10t Chain block on each main truss; The below of steel anchor beam is fixed with steel corbel, is provided with 5t Chain block on steel corbel, and steel anchor beam is slowly landed stably and fits with positioning support directly over positioning support by lifting, and the fixing steel plate of steel corbel and the locating rectangle steel plate of main truss are fixed simultaneously; Steel anchor beam is connected with each 10t Chain block after falling surely.
Described main truss is the Rhombic Truss that is mutually permanently connected and is formed by horizontal-associate, column and diagonal brace, and the position that station is corresponding is installed with steel anchor beam in Sarasota in the bottom of Rhombic Truss, is fixedly installed locating rectangle steel plate.
Described steel corbel is fixedly connected with steel anchor beam by steel corbel pre-embedded steel slab, and steel corbel pre-embedded steel slab arranged outside has fixing steel plate, and the outer side-lower of steel corbel has interim otic placode, and interim otic placode is connected with 5t Chain block.
Described main truss has four, according to what construct, need to be divided into two groups, two the every group left and right sides that are welded on the upper joint king-post of Sarasota.
Described steel corbel has four, is arranged on steel anchor beam below, and each steel corbel is corresponding with the position of main truss.
Described main truss forms multi-section structure by welding successively, the construction station of the corresponding joint steel anchor beam of every joint main truss energy.
Feature of the present utility model is by the positioning support that can regulate steel anchor beam is set in Sarasota, and coordinate some 10t Chain blocks that are arranged on main truss, realized the location of steel anchor beam in installation process, having solved in traditional stiff skeleton can not a pinpoint construction technology difficult problem, this function reinforcing bar location skeleton has advantages of simple in structure, easy construction simultaneously, has saved construction cost.
Accompanying drawing explanation
Below in conjunction with embodiment, the utility model is further described:
Fig. 1 is the arrangement figure of a kind of multi-functional bar location skeleton;
Fig. 2 is the single-sided arrangement top view of a kind of multi-functional bar location skeleton;
Fig. 3 is first step schematic diagram in the installation process of a kind of multi-functional bar location skeleton;
Fig. 4 is second step schematic diagram in the installation process of a kind of multi-functional bar location skeleton;
Fig. 5 is third step schematic diagram in the installation process of a kind of multi-functional bar location skeleton;
Fig. 6 is the 4th step schematic diagram in the installation process of a kind of multi-functional bar location skeleton.
In figure, 1, main truss; 2, steel anchor beam; 3,10t Chain block; 4, steel corbel; 5,5t Chain block; 6, positioning support; 101, horizontal-associate; 102, column; 103, diagonal brace; 104, locating rectangle steel plate; 401, pre-embedded steel slab; 402, interim otic placode; 403, fixing steel plate; 601, positioning bolt.
The specific embodiment
Embodiment 1
As depicted in figs. 1 and 2, a kind of multi-functional bar location skeleton, which comprises at least some main trusses 1, steel corbel 4 and positioning support 6.
Main truss 1 is the Rhombic Truss that is mutually permanently connected and is formed by horizontal-associate 101, column 102 and diagonal brace 103, and the position that station is corresponding is installed with steel anchor beam in Sarasota in the bottom of Rhombic Truss, is fixedly installed locating rectangle steel plate 104.
Main truss 1 is machined directly to whole single-unit structure by factory, before the construction of steel anchor beam, by tower crane, is lifted above Sarasota, in use carries out cement pouring construction with reinforcing bar, and every joint main truss 1 can be increased formation multi-section structure by welding.
On every joint main truss 1, there is a 10t Chain block 3.
Positioning support 6 be fixed on steel anchor beam in Sarasota install station under, on positioning support 6, be provided with positioning bolt 601, positioning bolt 601 is for finely tuning the position of steel anchor beam 2, makes steel anchor beam 2 accurate location in installation process.
Positioning support 6 can be pulled down when carrying out cement pouring construction, and in the construction of follow-up steel anchor beam 2, continues to use.
Steel corbel 4 is fixedly connected with steel anchor beam 2 by steel corbel pre-embedded steel slab 401, and steel corbel pre-embedded steel slab 401 arranged outside have fixing steel plate 403, and the outer side-lower of steel corbel 4 has interim otic placode 402, and interim otic placode 402 is connected with 5t Chain block 5.
Fixing steel plate 403 is corresponding with locating rectangle steel plate 104, and can be mutually permanently connected.
Steel anchor beam 2 is by lifting directly over positioning support 6, and the cooperation by 5t Chain block 5 makes slowly landing stably of steel anchor beam 2, and with 6 laminatings of positioning support, the fixing steel plate 403 of steel corbel 4 and the locating rectangle steel plate of main truss 1 104 are fixing simultaneously; Steel anchor beam 2 is connected with each 10t Chain block 3 after falling surely.
Steel anchor beam 2 fall steady after, by coordinating of positioning bolt 601 and 10t Chain block 3, can realize the fine setting of steel anchor beam 2 positions, meet the accurate location of steel anchor beam installation.
After steel anchor beam 2 has been located, do not remove the reinforcing bar template concrete engineering construction that main truss 1 directly carries out king-post.After concrete strength meets the demands, removal positioning support 6, measures examination to steel anchor beam, the installation of single steel anchor beam 2.
Embodiment 2
The structure of the present embodiment and embodiment 1 is basic identical, and different is the location that Sarasota needs a plurality of steel anchor beams 2 in construction.
Main truss 1 adopts more piece form, and the construction station of the corresponding steel anchor beam 2 of length of every joint, first saves steel anchor beam 2 to head according to the structure in embodiment 1 and install, and concrete installation is as follows:
As shown in Figure 3, positioning support 6 is fixed under the station of first joint steel anchor beam 2, then head is saved to the bottom of main truss 1 and the built-in fitting in Sarasota and be welded and fixed, first joint main truss 1 has 4, is divided into two bond pads in the left and right sides of the upper joint king-post of Sarasota.
As shown in Figure 4, by head save steel anchor beam 2 by lifting directly over positioning support 6, the cooperation by 5t Chain block 5 makes slowly landing stably of steel anchor beam 2, and with 6 laminatings of positioning support.
As shown in Figure 5, after first joint steel anchor beam 2 falls surely on positioning support, the fixing steel plate 403 of steel corbel 4 is fixing with the locating rectangle steel plate of main truss 1 104; Steel anchor beam 2 is connected with each 10t Chain block 3 after falling surely.
Then by 10t Chain block 3, coordinate 601 pairs of first joint steel anchor beams 2 of positioning bolt to finely tune, make first joint steel anchor beam 2 be adjusted to the position of construction requirement completely, realize accurately location.
First joint steel anchor beam 2 is not removed the reinforcing bar template concrete engineering construction that first joint main truss 1 directly carries out king-post after having located.
After concrete strength meets the demands, removal positioning support 6, saves steel anchor beam 2 to head and measures examination, the installation of first joint steel anchor beam 2, and prepare to carry out follow-up construction.
As shown in Figure 6, by the main truss of follow-up sections 1 and 1 welding of head joint main truss are realized to building of more piece main truss 1, then positioning support 6 is arranged on to the station below of follow-up sections steel anchor beam 2, and repeats steel anchor beam 2 installations that above-mentioned steps completes follow-up sections.
The parts that the present embodiment does not describe in detail and structure belong to well-known components and common structure or the conventional means of the industry, here not narration one by one.
Claims (6)
1. a multi-functional bar is located skeleton, which comprises at least some main trusses (1), steel corbel (4) and positioning support (6), it is characterized in that: positioning support (6) be fixed on steel anchor beam in Sarasota install station under, on positioning support (6), be provided with positioning bolt (601); Some main trusses (1) are according on the upper joint king-post that need to be arranged on Sarasota of construction, and the bottom of main truss (1) and the built-in fitting in Sarasota are welded and fixed, and have a 10t Chain block (3) on each main truss (1); The below of steel anchor beam (2) is fixed with steel corbel (4), on steel corbel (4), be provided with 5t Chain block (5), steel anchor beam (2) passes through lifting and slowly lands stably and fit with positioning support (6) directly over positioning support (6), and the fixing steel plate (403) of steel corbel (4) and the locating rectangle steel plate (104) of main truss (1) are fixed simultaneously; Steel anchor beam (2) is connected with each 10t Chain block (3) after falling surely.
2. according to a kind of multi-functional bar location skeleton described in claim 1, it is characterized in that: described main truss (1) is the Rhombic Truss that is mutually permanently connected and is formed by horizontal-associate (101), column (102) and diagonal brace (103), the position that station is corresponding is installed with steel anchor beam in Sarasota in the bottom of Rhombic Truss, is fixedly installed locating rectangle steel plate (104).
3. according to a kind of multi-functional bar location skeleton described in claim 1, it is characterized in that: described steel corbel (4) is fixedly connected with steel anchor beam (2) by steel corbel pre-embedded steel slab (401), steel corbel pre-embedded steel slab (401) arranged outside has fixing steel plate (403), the outer side-lower of steel corbel (4) has interim otic placode (402), and interim otic placode (402) is connected with 5t Chain block (5).
4. according to a kind of multi-functional bar location skeleton described in claim 1, it is characterized in that: described main truss (1) has four, according to what construct, need to be divided into two groups, two the every group left and right sides that are welded on the upper joint king-post of Sarasota.
5. according to a kind of multi-functional bar location skeleton described in claim 1 or 3, it is characterized in that: described steel corbel (4) has four, be arranged on steel anchor beam (2) below, each steel corbel (4) is corresponding with the position of main truss (1).
6. according to a kind of multi-functional bar location skeleton described in claim 1, it is characterized in that: described main truss (1) forms multi-section structure by welding successively the construction station of the corresponding joint steel anchor beam (2) of every joint main truss (1) energy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320402793.0U CN203440753U (en) | 2013-07-08 | 2013-07-08 | Multifunctional steel bar locating framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320402793.0U CN203440753U (en) | 2013-07-08 | 2013-07-08 | Multifunctional steel bar locating framework |
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| CN203440753U true CN203440753U (en) | 2014-02-19 |
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| CN201320402793.0U Expired - Fee Related CN203440753U (en) | 2013-07-08 | 2013-07-08 | Multifunctional steel bar locating framework |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088228A (en) * | 2014-07-24 | 2014-10-08 | 中建三局集团有限公司 | Method for exerting pre-stress to bracket-free steel anchor beam in electrically-heating mode |
| CN104480863A (en) * | 2014-12-12 | 2015-04-01 | 上海市基础工程集团有限公司 | Method for mounting and positioning steel anchor beams for constructing cable-stayed bridge main tower |
| CN105113411A (en) * | 2015-08-03 | 2015-12-02 | 中铁港航局集团有限公司 | Method for mounting and rapidly and accurately positioning main tower cable guide pipe of cable-stayed bridge |
| CN106149563A (en) * | 2016-08-26 | 2016-11-23 | 中铁四局集团第二工程有限公司 | Stand alone type Sarasota built-in steel anchor beam accurate positioning device and installation method |
| CN108316150A (en) * | 2018-01-25 | 2018-07-24 | 北京城建道桥建设集团有限公司 | The construction system and construction method of Cable stayed Bridge Main Tower and steel anchor beam |
| CN111005302A (en) * | 2019-12-30 | 2020-04-14 | 中交路桥华南工程有限公司 | Steel anchor beam mounting method |
| CN114319129A (en) * | 2018-12-28 | 2022-04-12 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
-
2013
- 2013-07-08 CN CN201320402793.0U patent/CN203440753U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088228A (en) * | 2014-07-24 | 2014-10-08 | 中建三局集团有限公司 | Method for exerting pre-stress to bracket-free steel anchor beam in electrically-heating mode |
| CN104088228B (en) * | 2014-07-24 | 2016-04-13 | 中建三局集团有限公司 | Without the method for bracket steel anchor beam electrical heating Shi Hanzhang |
| CN104480863A (en) * | 2014-12-12 | 2015-04-01 | 上海市基础工程集团有限公司 | Method for mounting and positioning steel anchor beams for constructing cable-stayed bridge main tower |
| CN105113411A (en) * | 2015-08-03 | 2015-12-02 | 中铁港航局集团有限公司 | Method for mounting and rapidly and accurately positioning main tower cable guide pipe of cable-stayed bridge |
| CN106149563A (en) * | 2016-08-26 | 2016-11-23 | 中铁四局集团第二工程有限公司 | Stand alone type Sarasota built-in steel anchor beam accurate positioning device and installation method |
| CN108316150A (en) * | 2018-01-25 | 2018-07-24 | 北京城建道桥建设集团有限公司 | The construction system and construction method of Cable stayed Bridge Main Tower and steel anchor beam |
| CN108316150B (en) * | 2018-01-25 | 2024-03-15 | 北京城建道桥建设集团有限公司 | Construction system and construction method for main tower and steel anchor beam of cable-stayed bridge |
| CN114319129A (en) * | 2018-12-28 | 2022-04-12 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
| CN114319129B (en) * | 2018-12-28 | 2023-10-20 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
| CN111005302A (en) * | 2019-12-30 | 2020-04-14 | 中交路桥华南工程有限公司 | Steel anchor beam mounting method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160912 Address after: 710065, No. eight, No. 262 East Road, Yanta District, Shaanxi, Xi'an Patentee after: Zhongjiao Second Highway Engineering Bureau Co., Ltd. Patentee after: CCCC Second Highway Fourth Engineering Co., Ltd. Address before: 710065, No. eight, No. 262 East Road, Yanta District, Shaanxi, Xi'an Patentee before: Zhongjiao Second Highway Engineering Bureau Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140219 Termination date: 20180708 |
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| CF01 | Termination of patent right due to non-payment of annual fee |